Naimish nagar yojna ke antargat sector-10 se sector-13 ko jodne wali 24 meter chauri sadak par sadak, sewer, drain evam electric trench ka nirman karya.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site spreading grading to require slop and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 5000 m as per technical specification clause 301.5(incuding costing of earth)

Construction of granular sub-base by providing well graded matarial, spreading in uniformlayers with motor grader on prepared surface ,mixing by mix in place method with rotamator at OMC and compacting with smooth wheel roller to achieve the desired density ,complete as per technical specification clause 401

providing, laying ,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site ,laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density .

Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :, All kinds of soil, Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :, All kinds of soil, Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)., Depth not exceeding 1.5 m.

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)., Depth exceeding 1.5 m but not exceeding 3 m.

Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be left permanently in position. (Face area of timber permanently left to be measured).